cr24_2372CORNER RECORD
Agency Index CR230975
Document Number
City of RIVERSIDE County of
RIVERSIDE , California
Brief Legal Description LOT 779. SUN GOLD TERRACE UNIT NO. 11, M.B. 29/71-72.
CORNER TYPE
COORDINATES (Optional)
T.2S., R.5W., S.B.M.
N. E.
❑ Government Corner ❑ Control
Elevation
❑ Meander ® Property
Units ❑ Metric ❑ U.S. Survey Foot
❑ Rancho ❑ Other
Horizontal Datum _
Zone Epoch Date
x' Date of Survey 3/7/2023 & 6/28/2023
Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ® 8765(d) ❑ 8771
® 8773 ❑ Other:
Corner/ ® Left as found ❑ Established
❑ Rebuilt ❑ Pre -Construction
Monument: ❑ Found and tagged ® Reestablished
❑ Referenced ❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced,
or removed:
® See sheet #2 for description(s):
FOUND CONCRETE NAILS ON TOP OF CURB, NO REFERENCE, ACCEPTED AS PROJECTION OF PROPERTY LINE.
SET REFERENCE POINTS AT 2'X2' OFFSETS FOR REAR LOT CORNERS DUE TO EXISTING FENCE/WALL.
DN�L LAND
SURVEYOR'S STATEMENT
y� p. F� SG
This Corner Record was pre red a or under my direction in conformance with p oy n
N°. 9288 n A
the Professional Land Sury on 7/13/20 33
*
Signed 0`'` a P.L.S. or P,.G-E— No.
9288 ��9� ¢�~�
F
D� CALLED
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 10��7 r
and examined and filed
Signed P.L.S. orR-Q. . No. i L_ 3 a
Title LW L klnft La 1kl
County Surveyor's Comment
BPELSG-2016 Page 1 of2
Document Number -d7]2-L4
ncv Index CR230975
&FIGUEROA
NISURVEYING. INC.
FD. PK N.&T. "RN.
CITY SURV.", FLUSH,
PER CITY TIE
gag
0
BASIS OF BEARINGS
TAKEN FROM THE EAST TRACT BOUNDARY
LINE ALONG ANNA STREET PER M.B.
29/71-72, BEING N00'26'05'E.
CIMARRON ROAD
NB9'29'52"E 651.36'(650.92•)
598.00' f 597
IJJ
SUN GOLD 71✓RRACE
UNJ7 NO. JJ
0
r7
SCALE: 1 " = 50'
FD. 1 " I.P. W/TAG
"R.C.E. 9876 DN. j
0.2', PER CITY TIE N -
661
r• r•I
II
I
n
v
_
l6 5
10
33'to o
I`n
�o
,_
MY a, 29-71-72
°'
F
vin
00
o
,n
0
N
N89'29'S2"E
618.27' 617.96'
--
v b
dl 381.19�
76.04'(76.00')
176.04 76.00
85.00'(84.96')
2
q z
n
��
(381.OD }
M
Vla
v
g
a
SET REF. PT.!
�I
wl,
2'X2' 0/S
"7
N
2
s'6
m
O
i7
p
O n
N
W
a?
m
r7I
O Q
I 2
N
0 cl
zl�
J l� N
77 -
790 N
I' Q
w
w
a
L
�
�
c
u7 N
M7 I
b
r7
I
I
b°f I i z
O
z
O
z
2
z OD (381.00')
3 0.97'
76.01' 76.00'
75.98' 76.00'
65.54' 65.37'
I
1
-
N00'29'53'E
_
598.50 598.37
�`� NOO'30'36'"E �* N00'32'15"E~
�
03 7.55'
7.59'
7.40'
- -N
.
- - - - - -
FD. 3/4" I.P. NO TAG,
DN. 1.0', PER CITY TIE
" --
ARLINGTON
AVENUE
` I
")
N89'29'52"E 651.36' (651.01
�Esr.
--
PARALLEL WITH
LEGEND
CI&WRRON ROAD
CURVE DATA
FOUND MONUMENT AS NOTED.
R=20.00'(20.00')
FOUND NAIL IN TOP OF CURB, NO REF., ACCEPTED
(D 6=90'56'13"(90'56'05')
AS PROJECTION OF PROPERTY LINE.
L=31.74'(31.74')
SET 3/4" I.P. P.P. -FIGUEROA L.S. 9288", FLUSH,
R=20*0'
UNLESS OTHERWISE NOTED.
347"(89*
( ) RECORD DATA PER M.B. 29/71-72.
L=311.09'(31(09')3'S5")
BPELSG-2016 Page 2 of 2